Model Load Tests on Geotextile Reinforced Embankments

Most of design methods for geotextile reinforced embankments are based on only equilibrium of moment or earth pressure in the critical state, but deformation behaviour has to be taken into account. This paper describes model load tests on geotextile reinforced embankments filled in a small box. And...

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Bibliographic Details
Published inProceedings of geotextile symposium Vol. 1; pp. 61 - 66,a7
Main Authors Kato, Toshiaki, Aoyama, Noriaki, Takeuchi, Tatsunori, Yasunaga, Hiroyuki
Format Journal Article
LanguageEnglish
Published Japan Chapter of International Geosynthetics Society 1986
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ISSN0913-7882
DOI10.5030/jcigsjournal1986.1.61

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Summary:Most of design methods for geotextile reinforced embankments are based on only equilibrium of moment or earth pressure in the critical state, but deformation behaviour has to be taken into account. This paper describes model load tests on geotextile reinforced embankments filled in a small box. And the influence of the kind and length of geotextile on bearing capacity and deformation behaviour was investigated. It was found that considerable deformation occures before it reaches the critical state, and that restraint of deformation can't be estimated only by ultimate tensile strength of geotextile.
ISSN:0913-7882
DOI:10.5030/jcigsjournal1986.1.61